Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215697 DEA: 07318204 EFIS: 0715000286
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2022-03-01-40
TL Number from the TL Form: 053550
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Preliminary
Type of Material: Concrete
Sample Taken Date: 03/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/03/2022
The quantity of what the sample constitutes: 10 cubic yards
A brief description of the sample: PCC cylinder trial batch SL4K475WHU
From where was the sample collected: Source
Laboratory sample identification: 22-0051
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associate Ready Mix
The concrete mix design number: SL4K475WHU
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Associated Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: NA
From Lot No.: NA
Bag Lot No.: NA
DIME Test ID: 2022-03-01-40-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/15/2022
Date Tested: 03/15/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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5.99 in
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|
Average diameter of cylinder 2
|
5.99 in
|
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
|
28.18 in^2
|
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Compressive strength (to nearest 10 psi)
|
7040 psi
|
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Maximum load on cylinder 1
|
198771 lb
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Maximum load on cylinder 2
|
197812 lb
|
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Compressive strength of cylinder 1
|
7053.6 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
|
7019.6 psi
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|
Type of fracture pattern of cylinder 2
|
2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
|
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Age of specimen
|
14 days
|
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Age of specimen in hours
|
0 hours
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DIME Test ID: 2022-03-01-40-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/29/2022
Date Tested: 03/29/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7920 psi
|
|
Maximum load on cylinder 1
|
223819 lb
|
|
Maximum load on cylinder 2
|
224911 lb
|
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Compressive strength of cylinder 1
|
7889.3 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
7955.8 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
